| Project: | Column-Fire |  |
| Project no: | ||
| Author: |
Project data
| Project data | Column-Fire |
| Date | 12/7/2022 |
| Design code | EN |
Geometry
Analyzed members
AM1
| Property | Value |
|---|---|
| Name | AM1 |
| Members | M2 |
| Cross-section | Rectangle 400, 250 |
| Length | 8.00 m |
| ey | 0 mm |
| ez | 0 mm |
| Begin | (0.00; 0.00; 0.00) m |
| End | (0.00; 0.00; 8.00) m |
| Member type | Column 1 |
| Support Begin | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | ■ Rz |
| Support End | □ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz |
Related members
Member type
Column 1
| Property | Value |
|---|---|
| Member type | Column |
| Name | Column 1 |
| Carbonation | XC3 |
| Chlorides | XD1 |
| Chlorides from sea | Not allowed |
| Freeze/Thaw attack | Not allowed |
| Chemical attack | Not allowed |
| Effect considered | IsolatedMember |
| Geometric imperfections | BothDirections |
| Method of analysis | NominalCurvature |
| Factor c to y axis | UserDefined |
| cy | 9.86960440108936 |
| Factor c to z axis | UserDefined |
| cz | 9.86960440108936 |
Cross-section
Rectangle 400, 250, Material: C25/30
Fire design data (list of Fire exposure data)
Fire curve: Standard fire curve ISO 834 (EN 1991-1-2)
EXP1
Members |
Fire resistance class |
Concrete moisture [%] |
Definition along the length |
Initial member temperature [°C] |
|---|---|---|---|---|
| AM1 | R90 | 1.5 | Whole length | 20 |
Rectangle 400, 250
Loading
LC1
Line load
Member |
Begin [m] |
End [m] |
X [kN/m] |
Y [kN/m] |
Z [kN/m] |
Location |
Width [mm] |
Ey [mm] |
|---|---|---|---|---|---|---|---|---|
| AM1 | 0.00 | 8.00 | 0.0 | 0.0 | -2.0 | Member axis | 0 | 0 |
Point load
Member |
N [kN] |
Vy [kN] |
Vz [kN] |
Mx [kN] |
My [kN] |
Mz [kN] |
|---|---|---|---|---|---|---|
| AM1 / 1.00 | -110.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
Fire design
Results - Materially non-linear analysis (MNA)
Load bearing resistance of the shear reinforcement is not checked by the GMNA. For the code-check of the shear reinforcement, run the Linear analysis.
Overall
ULS strength
Detailed concrete strength results
Members |
LE |
Position X [m] |
σc [MPa] |
σc,lim [MPa] |
σc/σc,lim [%] |
εc [1e-4] |
εc,lim [1e-4] |
εc/εc,lim [%] |
Check |
|---|---|---|---|---|---|---|---|---|---|
| AM1 | LE1 | 3.81 | -3.6 | -7.2 | 50.2 | 54.2 | -351.6 | 24.4 | OK |
Detailed reinforcement strength results
Members |
LE |
Position X [m] |
σs [MPa] |
σs,lim [MPa] |
σs/σs,lim [%] |
εs [1e-4] |
εs,lim [1e-4] |
εs/εs,lim [%] |
Check |
|---|---|---|---|---|---|---|---|---|---|
| AM1 | LE1 | 7.99 | 218.9 | 487.1 | 44.9 | 68.7 | 1500.0 | 1.1 | OK |
Results - Geometrically and materially non-linear analysis (GMNIA)
Load bearing resistance of the shear reinforcement is not checked by the GMNA. For the code-check of the shear reinforcement, run the Linear analysis.
Overall
ULS strength
Detailed concrete strength results
Members |
LE |
Position X [m] |
σc [MPa] |
σc,lim [MPa] |
σc/σc,lim [%] |
εc [1e-4] |
εc,lim [1e-4] |
εc/εc,lim [%] |
Check |
|---|---|---|---|---|---|---|---|---|---|
| AM1 | LE1 | 3.81 | -4.4 | -7.4 | 59.7 | 36.8 | -351.6 | 29.4 | OK |
Detailed reinforcement strength results
Members |
LE |
Position X [m] |
σs [MPa] |
σs,lim [MPa] |
σs/σs,lim [%] |
εs [1e-4] |
εs,lim [1e-4] |
εs/εs,lim [%] |
Check |
|---|---|---|---|---|---|---|---|---|---|
| AM1 | LE1 | 1.56 | 243.7 | 487.1 | 50.0 | 72.7 | 1500.0 | 1.4 | OK |
Symbol explanation
Symbol |
Explanation |
|---|---|
| Check | Result of the check |
Software info
| Application | IDEA StatiCa Member |
| Version | 22.1.2.1391 |
| Developed by | IDEA StatiCa |